Structural (i) Structural floor plans and sections with detailing well advanced.
Access Toll Connecting Trunk Group Architecture 9.2.1 If CBB chooses to subtend a Verizon access Tandem, CBB’s NPA/NXX must be assigned by CBB to subtend the same Verizon access Tandem that a Verizon NPA/NXX serving the same Rate Center Area subtends as identified in the LERG.
Structural Alterations Company will make no structural alterations to the Premises without the prior written consent of Authority.
Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins.
Filing Systems and Equipment A complete and comprehensive catalog of filing systems including vertical and lateral files, bookcases, mobile cabinets and freestanding file cabinets.
Infrastructure Improvements The design, redevelopment and construction and completion of certain infrastructure improvements, including sewer, stormwater, electrical and water main improvements, along with other similar improvements.
MAINTENANCE OF THE SAID BUILDING / APARTMENT / PROJECT The Promoter shall be responsible to provide and maintain essential services in the Project till the taking over of the maintenance of the project by the association of the allottees. The cost of such maintenance has been included in the Total Price of the [Apartment/Plot]. [Insert any other clauses in relation to maintenance of project, infrastructure and equipment]
MAINTENANCE OF THE BUILDING /APARTMENT / PROJECT The Promoter shall be responsible to provide and maintain essential services in the Project till the taking over of the maintenance of the project by the Association upon the issuance of the completion certificate of the Project. The cost of such maintenance has been included in the Total Extras and Deposits as mentioned in clause 1.2.
Formwork Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. Carried to Collection R Amount Item Quantity Rate Amount No REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. m3 7 15 Suspended Slabs. m3 7 TEST BLOCKS Test blocks: 16 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 4 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete with a wood float: 17 Base slabs, etc m2 36 Finishing top surfaces of concrete smooth with steel float: 18 Suspended slab, etc m2 36 ROUGH FORMWORK (DEGREE OF ACCURACY II) Rough Formwork to Sides: 19 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Smooth Formwork to Sides: 20 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Fabric reinforcement:
Interior (a) Ceilings, sidewalls and bulkhead panels shall be clean and free of cracks and stains;
